[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

CN101458322B - Local positioning system and positioning method thereof - Google Patents

Local positioning system and positioning method thereof Download PDF

Info

Publication number
CN101458322B
CN101458322B CN2008101327369A CN200810132736A CN101458322B CN 101458322 B CN101458322 B CN 101458322B CN 2008101327369 A CN2008101327369 A CN 2008101327369A CN 200810132736 A CN200810132736 A CN 200810132736A CN 101458322 B CN101458322 B CN 101458322B
Authority
CN
China
Prior art keywords
antenna
positioning
positioning system
radar
local
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN2008101327369A
Other languages
Chinese (zh)
Other versions
CN101458322A (en
Inventor
马斌其
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN2008101327369A priority Critical patent/CN101458322B/en
Publication of CN101458322A publication Critical patent/CN101458322A/en
Application granted granted Critical
Publication of CN101458322B publication Critical patent/CN101458322B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Position Fixing By Use Of Radio Waves (AREA)

Abstract

The invention provides a local positioning system. A broadcasting antenna and a radar antenna are arranged at identical axial line of an identical launching positioning tower which is perpendicular to the ground surface, and the broadcasting antenna and the radar antenna use identical frequency while launching; or two launching positioning towers with different frequencies are arranged at points (A) and (B) with a preset distance respectively, and all scanning antennas on the antenna frames of the two positioning towers rotate in the clockwise direction. The invention relates to a technology of positioning a ground subject on ground surface, is applicable to a local scope from dozens and one thousand miles and has the characteristics that the precision is high, the equipment is easy to produce and the cost is relatively low.

Description

Local positioning system and localization method thereof
Technical field
The present invention relates to a kind of local positioning system of realizing based on the radiolocation technology, also relate to the method that this local positioning system is realized the location simultaneously, belong to the radiolocation technical field.
Background technology
Two during the last ten years, and GPS of America popularizes, and facilitated the army and the people's use, brought huge economic interests.In the car and boat location, the aspects such as navigation, electronic chart, accident relief, engineering construction, disaster prevention use very extensive.Russian GLONASS, European Union's Galileo and the Chinese big-dipper satellite positioning system in addition that are born subsequently.But there are many weak points in GPS promoting the use of middle discovery, existing abbreviated analysis explanation.
1.GPS belong to (location when essence is survey, range finding location.After time synchronized, the mistiming of passing to the measured point by the signal of four satellites be multiply by respectively the light velocity, then calculates the stereoscopic three-dimensional coordinate of measured point), require accurate timing.General receiving equipment, particularly vehicle-mounted or the handheld device accuracy of timekeeping is inadequate, so distance accuracy is relatively poor, be now 5-50 rice.In automatic navigator, automobile travels on road sometimes, and icon but is presented at place, 40 meters outer residential blocks, such precision, be hard to tell be road which side, in river which side or institute outside institute.Present GPS has signal interruption 2.5-2。The stall problem of 8 minutes.This causes because of the satellite layout is unreasonable.Gps satellite is six tracks, and four, every track causes the front satellite to fall behind the face satellite and also do not rise, and causes signal interruption.Third generation GPS will change three tracks into, 10 satellites of every track, and with compatible with Galileo system, erasure signal interrupts, and improves precision to 4-40 rice.
2.GPS frequency of utilization is decimetric wave, wavelength 16-27cm, and frequency 1100-1900MHz belongs to direct wave, but is difficult for penetrating cloud and mist.Penetrate the cloud and mist effect and be preferably superhigh frequency band, wavelength 3cm-10cm, frequency 1G-3000MHz, thus GPS can not be used for being automobile, steamer all weather navigation because of frequency problem and precision problem, particularly can not solve all weather navigation problem of takeoff and landing.
3.GPS can locate during the signal direct projection.When satellite position was in the oblique fire state, signal easily blocked for barrier, buildings.Therefore in electronic urban map used, the indoor signal that can not receive can't be located.Sometimes also no signal under housing-group and high-wall.
4. easily be disturbed.Apart from ground 21000-23000 kilometer, signal intensity is lower, easily is disturbed due to the track of position location satellite operation.The interference unit of 4w reaches 200 kilometers to the GPS interference range.
5.GPS the GPS reaction velocity is lower, nominal 0.25 meter per seconds are difficult to the instantaneous velocity of Accurate Measurement high-speed moving object.
6. global position system technical sophistication degree is high.GPS of America is not yet perfect through more than 20 years, and Russia did not complete networking in more than 20 year, and European galileo is not launched formal position location satellite so far.
7.GPS system is costly, cost is higher.
In sum, because there are many weak points in global position system, cause the research of founding local positioning system.
Summary of the invention
Primary and foremost purpose of the present invention is to provide a kind of local positioning system.This local positioning system is realized based on the radiolocation technology, is that the strong of global position system replenishes.
Another object of the present invention is to provide a kind of above-mentioned local positioning system to realize the concrete grammar of meridian tyre.
For realizing above-mentioned goal of the invention, the present invention adopts following technical scheme:
A kind of local positioning system is characterized in that:
Described local positioning system is included in a broadcast antenna and radar antenna of installing on the axis of same vertical ground of same positioning table;
Described broadcast antenna and radar antenna use same frequency when emission.
Described broadcast antenna is substituted by radar antenna, and in the case, the rotating speed of two radar antennas is different.
Described radar antenna is for horizontally rotating the focusing scanning antenna, and described broadcast antenna is fixed broadcasting scattering antenna.
A kind of local positioning system is characterized in that:
In described local positioning system, at 2 positioning tables of setting up respectively two different frequencies of (A), (B) of preset distance, the scanning antenna on two positioning table antenna holders is rotation in the direction of the clock all.
described local positioning system also comprises receiver, described receiver is by antenna, High Amplifier Circuit, detecting circuit, separation circuit, the pulse switch counter, display screen, electronic chart, the calculation of longitude ﹠ latitude the electric circuit constitute, wherein, above-mentioned two signals that the positioning table antenna is sent of antenna reception, be isolated the rear two groups of High Amplifier Circuits that enter respectively, detecting circuit, separation circuit is processed until resolve into positive spike pulse and negative spike pulse, described positive spike pulse and negative spike pulse enter respectively positive pulse switch counter and negative pulse switch counter is processed, calculate relative angle.Described electronic chart provides the distance of two positioning tables and the longitude and latitude parameter of locality (A platform), calculates the longitude and latitude of tested point by the calculation of longitude ﹠ latitude circuit, and shows on display screen.
Described local positioning system also comprises reserve position, and described reserve position is arranged on two same straight lines of positioning table and symmetric position outside two positioning tables.
A kind of meridian tyre method realizes based on above-mentioned local positioning system, it is characterized in that calculating based on following formula the coordinate of tested point:
Local positioning system provided by the present invention and localization method thereof for GPS, are the location technologies that solves on the ground terrain object, are applicable to the local scope in tens to 1,000 kilometers, have that precision is high, equipment is easy to make and lower-cost characteristics.
When adopting the dextrorotation set location mode, the full accuracy line be one centered by the mid point of (A), (B), the circular arc take AB/2 as radius.
When adopting when revolving set location mode, the full accuracy line be one vertical and divide the straight line of AB equally.
Local positioning system provided by the present invention and localization method thereof with respect to GPS, are the location technologies that solves on the ground terrain object, are applicable to the local scope in tens to 1,000 kilometers, have that precision is high, equipment is easy to make and lower-cost characteristics.
Description of drawings
Fig. 1 is the schematic diagram of two antenna transmit;
Fig. 2 is broadcasting scattering antenna and the radar antenna schematic diagram that transmits in 0 to 90;
Fig. 3 is the emission situations of A station two antennas in 0 ° to 90 °;
Fig. 4 is dual radars antenna transmission signal schematic representation;
Fig. 5 is in Δ ABM, and is known: c, and α, β asks the schematic diagram of the coordinate (x, y) that M orders;
Fig. 6 is in Δ ABM, and is known: AB=c, and ∠ A=90 °-α, ∠ B=β,
Find the solution: the schematic diagram of the coordinate (x, y) that M is ordered;
Fig. 7 is the complete structure schematic diagram of receiver;
Fig. 8 is the standard setting range computation figure of local positioning system;
Fig. 9 is maximum sample time of the schematic diagram of 90 ° of the different revolutions scanning situations of single radar antenna and adjacent revolution antenna scannings;
Figure 10 is that dextrorotation is the schematic diagram of full accuracy line;
Figure 11 is is the schematic diagram of full accuracy line to revolving;
Figure 12 is reserve position setting position schematic diagram;
Figure 13 is determining of stadia point (point of contact), the division schematic diagram of direct projection district and diffraction region;
Figure 14 is that flat pad height and sighting distance concern calculating chart
Figure 15 produces the error schematic diagram during diffracted wave is propagated at the earth's surface;on the face of the globe.
Embodiment
Local positioning system provided by the present invention is based on the radiolocation technology in the radio field, solves on the ground the technology of measuring the coordinate of each point in district to be measured.The localization method that this system adopts is to utilize known angle corner condition solving a triangle and the method for calculating this triangular apex coordinate, therefore local positioning system is the anglefinding position fixing technology; Simultaneously, predict the length of the length of side because of need, thereby define the scope in district to be measured, therefore be called local positioning system.
Local positioning system uses the anglefinding position fixing method, at first needs two position angles of Fast And Accurate Determination tested point.For this reason, the present invention is pioneering to this tested point rescan, this azimuthal method of Accurate Measurement.Adopt the way that shortens the rescan time interval to improve system to the velocity variations reaction capacity of high-speed moving object, the speed of 3 Mach/per second of energy Accurate Measurement.
In practice, local positioning system is subjected to the impact of radio wave propagation rule, and is subjected to the restriction of earth curvature, therefore in use be divided into 1.X, C, S-band direct projection district, i.e. line-of-sight propagation district.Be mainly used in all weather navigation of vehicle, naval vessels and takeoff and landing in 50 kilometers; 2.V wave band (direct projection district add diffraction region) is mainly used in locating among a small circle (in 100 kilometers) and long distance positioning (100 kilometers outer).
Below, this local of paper positioning system realizes that one of key method of meridian tyre-double antenna is same frequently with the arc angle-measuring method.
Shown in Figure 1, at the initial point (hereinafter to be referred as the A point) of meridian tyre, an antenna holder is set, two antennas of installing on the same axis of this antenna holder vertical ground, one one is fixed broadcasting scattering antenna; One one for horizontally rotating the focusing scanning radar antenna, in the direction of the clock rotation.This pattern is called broadcast antenna+radar antenna emission types.
Shown in Figure 2, when radar antenna went to 0 ° of direction, two antennas were simultaneously with start signal of same carrier frequencies emission.After this, scanning antenna is launched carrier signal continuously in 5 ° of-85 ° of scopes, and the scattering antenna does not transmit.When radar antenna went to 90 ° of directions, two antennas were launched again a termination signal simultaneously.
Signal receiver is equipped with micro-constant antenna frequently, the carrier signal (seeing Fig. 3) that reception A sends at the station.Only at 0 ° of direction (D o'clock on 0 ° of line), receiver could be accepted two start signals that antenna sends simultaneously in A station simultaneously.In figure, circular arc is all the isocentric circular arc take A point (A station) as the center of circle.Be a steady state value (V=299792458 meter per second) according to velocity of radio wave, any point on D point, M point and DM arc, receiver all can be at synchronization T DReceive the start signal that the scattering antenna sends.
Like this, at the M point, before this at T DConstantly receive the start signal that the scattering antenna sends, then elapsed time T, namely at T MConstantly receive the sweep signal that radar antenna sends,
T=T M-T D
Following formula explanation is adopted double antenna, with frequently, with the mode of arc, and the orientation for determining that M is ordered has found an initial time T DWith one be scanned constantly T M, and known scanning ripple the point time used is T from the D spot scan to M.According to the scan period of radar antenna, calculating scanning time of 1 ° is t, and so, T/t is the number of degrees of the number of degrees of DM and the right central angle ∠ A of DM arc:
Figure S2008101327369D00041
For T M, T DConcrete time data need not measure (through having again one group of new data behind the interval blink), only need with representing T DPulse open counter, with representing T MPulse close counter.If the numerical value that the counter meter gets is m, scan that umber of pulse is n in 1 ° of corresponding time t, just m/n equals the number of degrees of ∠ A.If consider to use the forward position counting of pulse and rear along counting, can obtain two groups of data and get its mean value, will calculate more accurate to ∠ A like this.This process has also been completed the conversion from the analog form to the digital form.
Under aforementioned broadcast antenna+radar antenna pattern, if the radar rotating speed is changed, still can complete the accurate measurement that M is ordered.This just causes considers: if also change broadcast antenna into radar antenna, the moment that the inswept M of the radar antenna of two different rotating speeds is ordered is different, but exists each other certain relation.Utilize successively twice pair of scanning that M is ordered, can record the corresponding angle of M point.
Like this, on the antenna holder of A station setting, install A on the same axis of vertical ground 1, A 2Two radar antennas that model is identical with power, frequency of utilization is identical.This pattern is called dual radars antenna pattern.Antenna A 1, with the rotating speed of 1 revolutions per second scanning, only working in first 90 ° weekly; Antenna A 2With 2 times of rated rotational frequencies (2 revolutions per seconds) scanning, only work in first 90 ° of single-revolution.Two antenna coverage areas are identical, and starting simultaneously, but commencing signal no longer.
See Fig. 4, at the M point, receiver is before this at T M2Constantly receive antenna A 2The signal of emission; Then at T M1Constantly receive antenna A 1The signal of emission.Be T the interval time of two signals.Because of antenna A 2Rotating speed is antenna A 12 times, so:
T=T M1-T M2 T M1=2T M2 T M1=2T=2(T M1-T M2)
For T, T M1, T M2Need not measure etc. concrete time data, only need with representing T M2Pulse open counter, with representing T M1Pulse close counter.Institute's value is divided by the umber of pulse that comprises in 1 ° of Counter Design, then multiply by 2, namely obtains the number of degrees of the corresponding ∠ A of M point.
In sum, set up the emission positioning table at siting, on the same axis perpendicular to ground, press two antennas of upper-lower position installing, two antennas use same frequency work, and just rotating speed is different.By the principle with arc, the position angle that can record each point in district to be measured.This with two antennas on same axis, with frequently, with the mode of arc, azimuthal method that rescan is measured this point is carried out in the measured point, the inventor with its called after double antenna with frequently with arc angle-measuring method (also claiming the rescan angle-measuring method).Wherein, broadcast antenna+radar antenna pattern and dual radars antenna pattern all meet double antenna with requirement and the feature of frequency with the arc angle-measuring method, and can think, the former is the latter's custom design.
From two kinds of patterns relatively, can find out broadcast antenna+radar antenna pattern, only have the function of Accurate Measurement fixed object, and broadcast antenna is higher than radar antenna power consumption, therefore be difficult for accomplishing consistent on both power match and propagation distance.Dual radars antenna pattern have advantages of two antennas easily accomplish power match, signal propagation distance coupling, make easy for installation.Simultaneously, dual radars antenna pattern also has the function of rapid and accurate determination high-speed moving object instantaneous position.
The below continues to introduce this local positioning system and realizes one of key method of meridian tyre---and the two platform double frequencies of spacing are surveyed two angles localization method.
As can be known, to a triangle, know that this triangle can be separated with two angles (asa) that clip this edge in its limit from plane geometry and trigonometric function textbook.
As Fig. 5, in Δ ABM, known: AB=c, ∠ MAB=α, ∠ MBA=β does vertical line by the M point to AB, and intersection point is N, has
Y = c cot α + cot β = MN
X = Y · c · cot α cot α + cot β = AN
If in rectangular coordinate system, the A point is true origin, and AB is on X-axis, and Y-axis is crossed the A point and perpendicular to AB, and the M coordinate of ordering is
X = c · cot α cot α + cot β Y = c cot α + cot β
Same frequently with the arc angle-measuring method according to double antenna, be c in distance KMA, B 2 points, set up the positioning table of two different frequencies, the scanning antenna on the antenna holder of two positioning tables is rotation in the direction of the clock all.As shown in Figure 6.Receiver is equiped with dual-band antenna and the corresponding binary channels calculation element that can receive simultaneously two of A, B.Record respectively ∠ A=90-α at the M point, ∠ B=β, by in Fig. 5 as can be known, ∠ A and α be complementary angle each other; ∠ B=β, β and (90-∠ B) be complementary angle each other, cot α=tan ∠ A, and cot β=tan (90-∠ β), so the M point coordinate can turn to:
Figure DEST_PATH_GSB00000902617700024
Above-mentioned formula is exactly the core formula that the two platform double frequencies of spacing are surveyed two angles localization method.
For reaching degree of precision, should carry out laser ranging to A, B two positioning table axis spacings from c.So far.The M point coordinate obtains Accurate Measurement.
Fig. 6 has shown the receiver hardware structure diagram of this local positioning system.As shown in Figure 6, this receiver partly is comprised of antenna, High Amplifier Circuit, detecting circuit, separation circuit, pulse switch counter, display screen, electronic chart, calculation of longitude ﹠ latitude circuit etc.Wherein, above-mentioned two the positioning signal F that the positioning table antenna is sent of antenna reception AAnd F B, be isolated and enter respectively two groups of High Amplifier Circuits, detecting circuit, separation circuits and process afterwards, until resolve into positive spike pulse and negative spike pulse.Then, this positive spike pulse and negative spike pulse enter respectively positive pulse switch counter and negative pulse switch counter is processed, and calculates relative distance by above-mentioned formula.Electronic chart is responsible for providing the distance c of local two positioning tables and the longitude and latitude parameter of local A positioning table.Longitude and latitude parameter and the relative distance of electronic chart output are superposeed, can calculate by the calculation of longitude ﹠ latitude circuit longitude and latitude parameter of tested point, and show on display screen.
Lower mask body introduction is determined the circular of orientation range when using this local positioning system.Particularly, calculate A, two distances of B and calculate antenna transmission power and the field intensity of orientation range farthest, must make local positioning system standard setting range computation figure, referring to Fig. 7.Concrete computation process is as follows:
(1) selected centre of location O point;
(2) centered by the O point, be a as the length of side kmSquare GEFH;
(3) make diagonal line HE, GF, and extend;
(4) make as ray from the G point and become 5 ° of angles with GE, and hand over the HE extended line in A point (A platform position);
(5) make as ray from the H point and become 5 ° of angles with HF, and hand over the GF extended line in B point (B platform position);
(6) link AB, AB=c km
After standard setting range computation figure completes, as seen from the figure:
(1) centre of location is the O point;
(2) the locating rectangle length of side is a km
(3) location area is a 2Square kilometre; Can design accordingly the electronic chart scope;
(4) two emission positioning table distances are AB=c km=1.191754a km(select A, B platform location to use; Design circuit needs accurate measurement);
(5) AH=1.5498a km(design transmitting antenna power, ask orientation range farthest field intensity with).
The below continues to discuss some and improves the technical measures of this local Positioning System.
1. shorten sample time, make the angle measurement of high-speed moving object more accurate.
According to double antenna with frequently with arc angle-measuring method (rescan is decided the angle principle), to the stationary body in positioning area can Accurate Measurement the angle of its present position.But, to dynamic object, high-speed moving object particularly, the time interval of rescan will affect the precision of institute's measuring angle.This " time interval of rescan " is called " sample time ".Be engraved in variation during the position of moving object, its place, position angle is respective change also.So, must shorten as far as possible time interval of rescan, namely shorten sample time, just can make the angle that records more accurate.
First 90 ° that scan in each radar antenna per second are decided to be effective scanning scope (positioning area), and all the other are invalid scanning area.Situation when having drawn radar antenna from the independent scanning of 1 revolutions per second to 10 revolutions per seconds the first 90 ° in Fig. 8.And poor when also having drawn front 90 ° of two adjacent revolution antenna scannings.Because the scanning effective range is 90 ° to the maximum, therefore poor being called " maximum sample time " during with front 90 ° of two adjacent revolution antenna scannings.
When table 1 has been listed single radar antenna per second n revolution, scan 90 ° of times used.
It is n that table 2 has been listed same positioning table two radar antenna ratio of revolution: during n+1, and the maximum sample time when the unit radar antenna respectively scans 90 °.
Table 1
Figure S2008101327369D00072
Table 2
It is n that table 3 has been listed ratio of revolution: the maximum sampling error (rice) under the maximum sample time during n+1 poor (second) and various speed.
Figure S2008101327369D00073
Table 3
As can be seen from Table 3, in electronic urban map, 80 kilometers of automobile speed limits, 130 kilometers of Speed Limitation on Freeway, should select ratio of revolution is 2: 3, precision is less than 1 meter; The airport is taken off and sinking speed is 100 meter per seconds, and selecting the antenna ratio of revolution is 5: 6, and precision is less than 1 meter; When 3 Mach of movement velocitys, should select the antenna rotation rate ratio is 7: 8, and precision is less than 5 meters.
The listed maximum sampling error of table 3 is the data under maximum sample time.If object space is at 60 °, 45 °, 30 °, 22.5 °, and speed is when being 100 meter per second equally, and its sampling error will diminish, and be selected T as table 4 4: T 5And T 5: T 6Comparative descriptions under condition.
Object place angle Rotating ratio is s sampling error M 4: 5 sample times Rotating ratio is s sampling error M 5: 6 sample times
90° 1/80 1.25 1/120 0.83
60° 1/120 0.83 1/180 0.55
45° 1/160 0.625 1/240 0.42
30° 1/240 0.417 1/360 0.28
22.5° 1/320 0.3125 1/480 0.21
Table 4
2. concept and the application of district to be measured full accuracy line
District to be measured full accuracy line refers to respective antenna (A in two positioning tables 1With B 1A 2With B 2) in rotation, the line of synchronization sweep trace intersection point is called " full accuracy line "." synchronization " wherein means that two antennas should start to walk simultaneously, and like this, through synchronization, the angle that turns over is only equal.Therefore, must transmit a synchronizing pulse in the mode of wired, wireless or optical fiber, commander, the synchronous rotation of proofreading and correct two antennas namely make it synchronous.Certainly, absolute synchronization is impossible, need to provide a minimum synchronization accuracy.
In preamble, the antenna of A, two positioning tables of B is all adopted the clockwise direction rotation.At two identical antenna (A of the rotating speed of two of synchronizations 1With B 1A 2With B 2) inswept angle equates.The intersection point line of the sweep trace of two synchronized antenna synchronizations, be one take A, B two positioning tables apart from mid point as the center of circle, take 1/2nd semicircles as radius of A B distance c, as shown in figure 10.It is district to be measured full accuracy line that this circular arc is called dextrorotation.The original idea of full accuracy line is exactly in district to be measured, the point on the full accuracy line, and angle, the coordinate data precision of mensuration are the highest; Otherwise, the point from this line away from more, the angle of mensuration, the coordinate data precision is lower, error is larger.The full accuracy line of dextrorotation system is a circular arc.Proper for harbour, dam, bridge, electronic urban map, particularly the electronic chart for still life, low-speed motion location is comparatively suitable.
Make the sense of rotation of the antenna of two positioning tables, the A platform keeps dextrorotation constant, and the sense of rotation of B platform antenna changes into left-handed, and the antenna of two positioning tables is rotated relatively, and this mode is called and to revolving is.At synchronization, two two antenna (A that medium speed is identical 1With B 1A 2With B 2) inswept angle equates.The line of sweep trace intersection point, be one vertical and divide the straight line of two lines equally, as shown in figure 11.Be that the full accuracy line is a straight line that stretches to a distant place to revolving.If be that the full accuracy line overlaps with this to revolving, and adopt coordinate transformation method to the main runway centerline that falls in airport, the coordinate that becomes runway becomes x=0, and this will be very favourable for takeoff and landing.By contrast, main accuracy requirement of falling runway is the highest.
Above-mentionedly be dextrorotation system with the coordinate conversion in rectangular coordinate system or be the conventionally calculation that persons skilled in the art can be competent to revolving the coordinate that is, just do not describe in detail at this.
Next discuss that positioning table breaks down or the emergency measure when being destroyed.If positioning table breaks down or when being destroyed, especially large-scale civil airport or military airfield, must adopt emergency measure this moment, and emergency preplan is set up reserve position exactly.As shown in figure 12, reserve position should be based upon on the extended line of A B.Particularly, should start reserve position after 3-5 minute in A, the emission of B positioning table stop signal.For the aircraft of preparing landing, should inform the pilot when conversation, change the relevant parameters of receiver on aircraft.All receivers all should be debugged before use, are included as the software and hardware of alternative scheme design.
The below discusses the impact of earth curvature local area positioning system
As everyone knows, the earth is the oval ball that the two poles of the earth, north and south are slightly flat, slightly rouse in the equator.Earth polar radius is 6356.755km; Red radius is 6378.137km; Mean radius is 6371.004km.
It has been generally acknowledged that curvature is 360 °/(6371 * 2 π)=8.9932 * 10 -3Degree/kilometer
=8.9932 * 10 -6Degree/rice
=8.9932/thousand kilometers of degree
Electric wave is the same with light wave has diffraction (diffraction) effect.Higher than 300MHz, a little less than diffraction; Be decided to be rectilinear propagation or the sighting distance mode is propagated; Lower than this frequency, diffraction is stronger, is decided to be near linear and propagates, or think and can do over-the-horizon propagation.Its stadia point is " point of contact " of sight line and ground circular arc, as shown in figure 13.
Clearly, direct projection district part is subject to the impact of flat pad height (AA ').Be that sighting distance AP (or AP ') has certain relation (seeing Figure 14) with AA ' height (r).
cos α = R R + r , α = arccos R R + r
Figure S2008101327369D00093
≈ A ′ P
In this local positioning system, use in the application of line-of-sight propagation district (direct projection) part, select " round-the-clock frequency range " the best.Its application will be divided into two kinds:
A. all weather navigation of airport takeoff and landing.The wave band that this moment is used is identical with the wave band of weather radar use fully.Requirement has stronger penetration power to cloud, mist, sleet, and enough sensitivity is arranged again.Use C-band, can reach effect preferably, frequency of utilization 6000MHz-5350MHz or wavelength 5cm-5.6cm.
B. all weather navigation of boats and ships in the harbor district of harbour.The wave band that this moment is used, the ability that requirement has the terrible weathers such as very strong anti-extra large noise jamming and anti-sleet to disturb requires to have higher precision and higher resolution.Specifically, use X frequency range medium frequency 9500MHz-8820MHz or wavelength 3.1cm-3.4cm.
In Figure 13,
Figure S2008101327369D00096
Representative be the outer above ground portion of sighting distance, be (being the radar illumination blind area) that direct wave can not shine.But the V-band electric wave with stronger diffraction but can be right
Figure S2008101327369D00097
Cover.Generally in the V-band 80MHz~120MHz band limits as example.Because this frequency range electric wave is to propagate having on the ground of certain curvature in the diffraction mode, by contrast, it has two characteristics: one. propagate farthest on the ground; Two. the flat pad height without strict demand, is needed only the front unobstructed.
The representative applications of diffracted wave part is ground and the water surface electronic chart of local positioning system.According to the characteristics of diffracted wave, desirable 30 meters high of positioning signal flat pad height, the position, point of contact is about 20 kms, and lower locating platform can be used in the location among a small circle, as the radar truck that flows, podium level 10-15 rice.
From the positioning principle of local positioning system, be based on the calculating of distance between two points on the ideal plane, space.But be the distance of calculating point-to-point transmission on spheroid (earth) surface in actual applications, this can produce error certainly.As Figure 15, the P point is the point of contact, R 1For the space a bit; With PR 1Draw arc for radius, hand over
Figure 570559DEST_PATH_GSB00000807511700031
In R 2Point, PR 1=PR 2, but
Figure 649373DEST_PATH_GSB00000807511700032
Figure 147351DEST_PATH_GSB00000807511700033
Namely
Figure 918998DEST_PATH_GSB00000807511700034
Figure 931953DEST_PATH_GSB00000807511700035
Error
Figure 814458DEST_PATH_GSB00000807511700036
By following formula, calculate the error in hundred kilometers, as shown in table 5.
δ(cm) 1KM 2KM 3KM 4KM 5KM 6KM 7KM 8KM 9KM 10KM
0KM 0.0001 0.001 0.003 0.007 0.01 0.02 0.04 0.05 0.07 0.10
10KM 0.13 0.18 0.23 0.28 0.35 0.42 0.50 0.60 0.70 0.82
20KM 0.95 1.09 1.25 1.42 1.60 1.80 2.02 2.25 2.50 2.77
30KM 3.06 3.36 3.69 4.04 4.40 4.79 5.20 5.63 6.09 6.57
40KM 7.08 7.61 8.16 8.75 9.36 10.00 10.66 11.36 12.08 12.84
50KM 13.62 14.44 15.29 16.17 17.08 18.03 19.02 20.04 21.09 22.18
60KM 23.31 24.47 25.68 26.92 28.21 29.52 30.88 32.29 33.73 35.22
70KM 36.75 38.33 39.95 41.61 43.32 45.08 46.88 48.73 50.63 52.58
80KM 54.57 56.62 58.72 60.86 63.06 65.32 67.62 69.99 72.39 74.86
90KM 77.38 79.96 82.60 85.29 88.04 90.85 93.72 96.65 99.64 102.70
Table 5
100~1050 kilometers errors table units of table 6 expression: rice
Distance Error Distance Error Distance Error Distance Error
100 1.0269 150 3.4659 600 222.0227 650 282.3314
200 8.2158 250 16.0474 700 352.6912 750 433.8822
300 27.7321 350 44.0440 800 526.6858 850 631.8850
400 65.7480 450 93.6249 900 750.2647 950 882.6116
500 128.4462 550 170.9867 1000 1029.7143 1050 1192.3634
Table 6
Can find out 1 meter of hundred kilometers precision, 150 kilometers 3.5 meters from table 5 and table 6.Obviously about 1 meter of error in 100 kilometer range, can consider.Hundred kilometers outer errors increase gradually, can by formula adjust.
Local positioning system provided by the present invention is mainly used in three aspects: 1. electronic chart, particularly electronic urban map; 2. the round-the-clock location navigation management of boats and ships in the harbor district of harbour; 3. all weather navigation of airport takeoff and landing management.
1. electronic urban map
Take electronic urban map as representative.
(1) orientation range.65 KM×65 KM,α=65 KM AH=65×1.55=100.75
(2) frequency: 95-115MHz in V-band (whole nation is unified)
(3) antenna pattern: multicell combined type parabola antenna
(4) the antenna platform height is 30 meters
(5) emissive power: with distance platform 100 KMPlace's receiver sensitivity-85dB calculates
(6) antenna ratio of revolution: with city speed limit 80 KM/ h is standard, selects 2: 3.
(7) precision: 1 meter
(8) coordinate system: rectangular coordinate system, take the city meridian as Y-axis, monumented point is as (0,0) point on the meridian.
(9) Labeling Coordinate: press the four-quadrant mark: coordinate X ± XXXXX rice, Y ± XXXXX rice
2. the location navigation of boats and ships management in harbor district
The navigate mode of boats and ships enters into GPS navigation by beacon navigation, buoy navigation, radar navigation.But because being all coarse, isolated navigate mode, can not organically combine sea situation and surrounding environment, thus can not prevent stranded, hit a submerged reef, bump against, rollover etc. causes the perils of the sea to occur.
Local positioning system can make ships entered harbor obtain hi-Fix in harbor district, accurately and timely receive navigation signal, according to the accurate electronic chart of harbor district, avoids stranded, hits a submerged reef; In the situation that weather condition is relatively poor, receive caution, the warning of port square tube reason department, avoid bumping against, when sea situation changes, remind and avoid rollover; When occuring, other accidents also can in time be succoured.
Take Talien New Port as example.Select centered by front 5 kms of Talien New Port, draw the length of side and be the square positioning area of 17 kilometers.The anchorage is located to be in port front 9.25 kilometers (51 nautical miles), and the Frequent Accidents life is in the anchorage.Determine A, B 2 points according to location Calculation figure, at A, 2 antenna platforms of building high 60 meters of B, fix up an aerial wire.
To harbor district approximately 300 square kilometres of scopes make electronic charts.230 square kilometres of waters surface are indicated the depth of water, reef, shoal, waterborne and underwater obstacle and navigation mark with figure and symbol.Navigation channel, harbour, berth, anchorage etc.The electronic urban map standard is pressed on 60 square kilometres of Lu Qu ground, indicate buildings, warehouse, goods yard, road and other facilities with figure and symbol.
Large-scale receiving equipment peculiar to vessel comprises integrated receiver, and this ship position, the state of display screen demonstration take the Hong kong electronic chart as background arranged.Boats and ships are generally four antenna receptions, after the wide data of this captain of input, as long as two antenna work are arranged, and the just not demonstration of impact position, state.On electronic chart, represent that the figure of this ship can change and corresponding change map background with the coordinate of this ship, actual is that respective background oppositely moves.
Coordinate electronic chart can show the speed of a ship or plane, course, point out nearest barrier, shoal, reef distance, can issue the warning of this ship draft according to the electronic chart bathymetric data.
Before this ship's entry, open receiver, and other attached telecommunication apparatus, with harbour management equipment AutoLink, listen to the instruction of approaching, and automatically report this ship kind, ship type, the side of a ship number, order of classes or grades at school, this ship coordinate, course, the speed of a ship or plane, draft; Instruction, warning, the alarm of the issue of automatic reception harbour management department, the approaching warning of moving target and his ship approach should dodge indication.
Harbour management equipment comprises command and management screen and the auxiliary device thereof that shows the harbor district water surface.Display screen is a large-scale panorama electronic map, can show according to the information that each ship that approaches at the port is sent position, state, the motion conditions of these ships.Management equipment can be issued navigation instruction, stagnation of movement instruction, berth anchorage or berth instruction, can automatically issue two ship distances near alarm, transmits near simulation drawing to both sides, and prompting is dodged.Can issue weather forecast, disaster alert, wind, rain, mist, snow, night are round-the-clock to implementing at the port boats and ships, the round-the-clock management.
3. all weather navigation of airport takeoff and landing
The all weather navigation of airport takeoff and landing is one of important application of local positioning system.It can solve GPS found since 20 years this there is no the problem that can solve.The U.S. abandon GPS need not, then research uses airborne microwave radar to solve aircraft " blind landing " problem when weather visibility is extremely low.U.S. government issues the equipment list that prohibits selling to China and just comprises this microwave airborne radar.Local positioning system solves all weather navigation of airport takeoff and landing in the mode of facade electronic chart.
(1) orientation range: 17 KM* 17 KMA=17 KMAH=27.7M
(2) frequency: all-weather electronic map C-band, wavelength 5-5.6cm, frequency 6000MHz-5350MHz (whole nation is unified); Attached ground electronic chart (being different from the electronic urban map frequency of utilization) V-band 100-120MHz (whole nation is unified)
(3) antenna pattern: double frequency parabolic cylinder multicell combined type (C, V transmitter unit alternate)
(4) positioning table transmitter in airport is by being design to revolving
(5) the antenna platform height is 60 meters
(6) emissive power: 30 km field intensity-85dBm are as the criterion with the distance platform
(7) antenna ratio of revolution: 5: 6, rate accuracy: 0.83 meter
(8) electronic chart precision: 1 meter
(9) coordinate system: three-dimensional rectangular coordinate system: rectangular coordinate system, runway centerline (Y-axis) intersection point falls as true origin (0 take emission positioning table A, B line (X-axis) with main, 0), the main runway overhead aircraft altitude table that falls is surveyed height (h) and is H, formation 3 D stereo coordinate system.But in use, only use planimetric coordinates projection (x, y) and facade coordinate projection (y, h), by two LCDs displaing coordinate data.
(10) the airport panorama electronic map should comprise landform, the atural objects such as airport neighbouring mountain peak, forest, river and high building, steel tower, and the obstacle of impact flight is wanted special suggestion.
The height indicator that precision reaches 1 meter all is installed on every airplane, and its altitude information of surveying is H, and the X that it and local positioning system receiver are measured, Y data consist of three-dimensional coordinate;
Be true origin (0,0) at positioning table A, B line (X-axis) and the main intersection point that falls runway centerline (Y-axis), the coordinate of Y-axis be (0, Y).From true origin outwards, Y-axis left side is for negative, and the Y-axis right side is for just.On X Y plane, the projection of aircraft coordinate will be presented on the plane projection liquid crystal display.The primary runway center line of aircraft landing, coordinate are that (0, Y), and Y and aircraft altitude table data H consist of one group of facade projection's data, are shown by facade projection's liquid crystal display.Must be noted that, Y, H data be forever on the occasion of.
Aircraft is got in touch with airport management and control department when entering the airport, agrees to enter terminal airspace and spirals and wait to fall.Aircraft should be opened telecommunication system and link with the airport relevant devices, listens to navigation instruction; By the supervisory routine requirement, automatically send the elements of a fix, flying height, flying speed and other data (flight, personnel, load-carrying, existing fuel oil, Plant in good condition situation, failure condition etc.) take time sequencing as benchmark;
Spiral in designated flying zone, runway left side before landing and wait to fall, height is below 5000m, more than 1500 meters; Receive the landing instruction, line up with runway rapidly reduces height, and beginning to fall is highly 1000 meters (3280 feet).
Two display screens are established in aircraft instrument dish top, a display plane perspective view, and one shows the figure of facade projection.After aircraft is down to 1000 meters, to put down when flying to appointment underriding level point, electronic chart is reminded and is begun to dive, and electronic chart is automatically switched to magnifying state, is beneficial to line up with runway.After aircraft lands, electronic chart is switched back general state.
Position (Y can be determined to begin to fall according to the situation of oneself in the airport J, H J) and aircraft landing after sail out of the route of runway (beginning fall position available electron map and shows; The route that sails out of runway can send instruction temporarily).
In the aircraft landing process, facade display per second shows a new coordinate points and remains, and consists of one group of complete landing track data, reference when giving over to design or check landing data.
Dropping zone facade enlarging projection electronic chart has the function that records this landing track, while also has record and shows the function of the various parameters in this landing process, as level speed, underriding angle, each point coordinate of landing track, when being down to how many height with the head pull-up, during pull-up, the elevation angle must not surpass 12 °, in order to avoid wipe tail etc.
Above local positioning system of the present invention and localization method thereof are had been described in detail, but obvious specific implementation form of the present invention is not limited to this.For the those skilled in the art of the art, in the situation that do not deviate from various apparent change that claim scope of the present invention carries out it all within protection scope of the present invention.

Claims (9)

1. local positioning system based on the radiolocation technology, its feature is as follows,
At 2 positioning tables of setting up respectively two different frequencies of (A), (B) of preset distance, a broadcast antenna of installing and a radar antenna on the axis of the same vertical ground of same positioning table, described broadcast antenna and radar antenna use same frequency when emission; Two four of positioning tables antennas are regularly to emission radiowave in district's to be measured, receiver receives radiowave at tested point, utilize ' double antenna is same frequently with the arc angle-measuring method ' and ' the two platform double frequencies of spacing are surveyed two angles localization method ', and try to achieve tested point two position angles with the priority secondary singal of every positioning table, and then obtain the position coordinates of tested point according to formula according to the known distance between two position angles and two positioning tables.
2. local positioning system as claimed in claim 1 is characterized in that:
Described radar antenna is for horizontally rotating the focusing scanning antenna, and described broadcast antenna is fixed broadcasting scattering antenna.
3. local positioning system as claimed in claim 1 is characterized in that:
Described broadcast antenna is substituted by radar antenna, and two radar antenna rotating speeds on same axis are different, but the corresponding radar antenna of two positioning tables (A1 and B1, A2 and B2) rotating speed is identical.
4. local positioning system as claimed in claim 1, it is characterized in that: described local positioning system also comprises reserve position, be arranged in two same straight lines of positioning table on, and two positioning tables outsides symmetric positions.
5. local positioning system is characterized in that:
In described local positioning system, at 2 positioning tables of setting up respectively two different frequencies of (A), (B) of preset distance; A broadcast antenna of installing and a radar antenna on the axis of the same vertical ground of same positioning table, described broadcast antenna and radar antenna use same frequency when emission; Only on 0 ° of direction, receiver could be accepted the start signal that two antennas send simultaneously simultaneously, after this, and according to " double antenna is same frequently with the arc angle-measuring method ", two position angles of measuring respectively tested point; In described local positioning system, the radar antenna on two positioning table antenna holders is at the uniform velocity rotation in the direction of the clock all.
6. local positioning system as described in claim 1 or 5 is characterized in that:
Described local positioning system also comprises receiver, and described receiver is by antenna, High Amplifier Circuit, detecting circuit, separation circuit, pulse switch counter, display screen, electronic chart, calculation of longitude ﹠ latitude the electric circuit constitute; Wherein, above-mentioned two positioning signals that the positioning table antenna is sent of receiver antenna reception are isolated and enter respectively two groups of High Amplifier Circuits, detecting circuit, separation circuits and process afterwards, until resolve into positive spike pulse and negative spike pulse; Described positive spike pulse and negative spike pulse enter respectively positive pulse switch counter and negative pulse switch counter is processed, and calculates relative angle; Described electronic chart provides the distance of two positioning tables and the longitude and latitude parameter of locality (A point), calculates the longitude and latitude parameter of tested point by the calculation of longitude ﹠ latitude circuit, and shows on display screen.
7. meridian tyre method, realize based on local positioning system as described in any one in claim 1-6, it is characterized in that being sent in mechanical motion by emitting antenna electronic signal, receiver receives positioning signal, two position angles of accurate Calculation tested point are also completed based on following formula and are calculated, employing dextrorotation system, i.e. all rotations in the direction of the clock of radar antenna, thus complete simulating signal to the transformation of digital signal; In the triangle of positioning table A, positioning table B and tested point M formation: ∠ A, ∠ B are the position angle that records, and c is known A, B spacing, and the coordinate M (X, Y) of tested point is:
Figure FSB00001039571000011
8. meridian tyre method as claimed in claim 7 is characterized in that:
The corresponding radar antenna of two positioning tables (A1 and B1, A2 and B2) rotating speed is identical, when two radar antennas turn clockwise, when adopting dextrorotation to be localization method, the full accuracy line be one centered by the AB mid point, the circular arc take AB/2 as radius.
9. meridian tyre method as claimed in claim 7 is characterized in that:
The corresponding radar antenna of two positioning tables (A1 and B1, A2 and B2) rotating speed is identical, when two radar antennas, and the turning clockwise of left side, being rotated counterclockwise of right side adopted revolving when being localization method, and the full accuracy line is vertical and divides the straight line of AB equally.
CN2008101327369A 2007-12-20 2008-07-11 Local positioning system and positioning method thereof Expired - Fee Related CN101458322B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2008101327369A CN101458322B (en) 2007-12-20 2008-07-11 Local positioning system and positioning method thereof

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
CN200710303656 2007-12-20
CN200710303656.0 2007-12-20
CN2008101327369A CN101458322B (en) 2007-12-20 2008-07-11 Local positioning system and positioning method thereof

Publications (2)

Publication Number Publication Date
CN101458322A CN101458322A (en) 2009-06-17
CN101458322B true CN101458322B (en) 2013-05-08

Family

ID=40769298

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2008101327369A Expired - Fee Related CN101458322B (en) 2007-12-20 2008-07-11 Local positioning system and positioning method thereof

Country Status (1)

Country Link
CN (1) CN101458322B (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102103803A (en) * 2011-01-19 2011-06-22 南京莱斯信息技术股份有限公司 Method for monitoring aircraft in airport terminal area
CN102929273B (en) * 2012-11-05 2015-02-25 中国船舶重工集团公司第七二四研究所 Closed loop verification method for radar target positioning and tracking system
CN104010361B (en) * 2013-02-22 2018-04-10 中兴通讯股份有限公司 Alignment system and method
CN104569941A (en) * 2014-12-18 2015-04-29 北京无线电计量测试研究所 Synchronous scattering point position identification method for double-station radar target property measurement
CN107861099A (en) * 2017-11-09 2018-03-30 特斯联(北京)科技有限公司 It is a kind of to determine method of the mobile device relative to the position of channel barrier equipment

Also Published As

Publication number Publication date
CN101458322A (en) 2009-06-17

Similar Documents

Publication Publication Date Title
JP3494286B2 (en) Method, system, and computer program product for displaying machine position
CN105317626B (en) Determining a yaw direction of a wind turbine
CN101446634A (en) Combination measurement method for high precision position, azimuth angle and pitch angle, and device thereof
CN101458322B (en) Local positioning system and positioning method thereof
ES2820756T3 (en) Method to enhance the navigation safety of a vehicle by providing the vehicle with real-time navigation data through a mobile communications network, system to enhance the navigation safety of a vehicle by providing the vehicle with real-time navigation data through a communications network mobile phones, software and software product
CN104139838B (en) Method for avoiding ship accidents
Terpsidi et al. Maritime industry revival through systems digitalization
CN104129482B (en) Boats and ships maximum permission speed of a ship or plane setting device
Wells et al. GPS: A multipurpose system."
CN103686997A (en) Ground-based broadcasting type locating method
RU45835U1 (en) ON-BOARD RADAR STATION AND ITS CONSTRUCTIONS
Sauta et al. Principles of radio navigation for ground and ship-based aircrafts
Guard Light List: Atlantic Coast, Shrewsbury River, New Jersey to Little River, South Carolina 2012
JP2006300700A (en) Positioning system
Langley The federal radionavigation plan
Hoppe et al. Developments in radio navigation systems
Krošelj et al. Overview of GNSS systems and their operation
Wingate The future of conventional aids to navigation
CN116540253A (en) Airspace early warning method and early warning system for laser range finder
Farmer Survey of long-range radio navigation aids
CN104709448A (en) Device for setting maximum allowable speed of ship
Blanchard Another look at the great area-coverage controversy of the 1950's
Colin Survey of Radio Navigational Aids
West The Use of VOR for Small Craft Navigation
Porathe GPS positioning in a Real-Time 3D environment-construction of a prototype software

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C57 Notification of unclear or unknown address
DD01 Delivery of document by public notice

Addressee: Ma Xuelan

Document name: Notification of Publication of the Application for Invention

C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
DD01 Delivery of document by public notice

Addressee: Ma Binqi

Document name: Notification of Patent Invention Entering into Substantive Examination Stage

DD01 Delivery of document by public notice

Addressee: Ma Xuelan

Document name: the First Notification of an Office Action

DD01 Delivery of document by public notice

Addressee: Ma Xuelan

Document name: Notification that Application Deemed to be Withdrawn

C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130508